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HomeMy WebLinkAboutPLANS BATCH 05 - PAGES 41 - 50STEP 2-7 (DOES NOT OCCUR AT PANEL SPLICE) MALE SIDE OF DOWN SL E T cs< O�S� BUILDING KEY ATTACHED IN THESE HOLES. HOOK PANEL CLIP TABS OVER PANEL AND SLIDE STABILZATION PANEL OVER PANEL CLIPS STEP 3 MR-2, PANEL N of Mips"� P PN MALE SIDE OF MR-24 PANEL STABILIZATION CHANNEL FIELD DRILL (2) 9/320 HOLES 6" O.C. AT EACH END OF THE STABILZATION CHANNEL AND EACH SIDE OF CORRUGATION (8 TOTAL). LOCATE USING TEMPLATE W/ V NOTCH CENTERED ON CLIP TABS. USE S.S. SCRUBOLT BUC104. UPSLOPE SIDE PANEL CLIPS \-STABILZATION CHANNEL (543514-062-5) AT BLDG'S B & C (543514-059-7) AT BLDG. A. INSTALL SCRUBOLTS THRU PANEL INTO CHANNEL AFTER SEAMING, MAINTAINING ATTACHMENT NO MORE THAN ONE BAY BEHIND SEAMING OPERATIONS N 0 REVISION NO. 1 DATE. 0 w CAD TECH: 0 3 Z CHECKED BY. 0 STEP 7 DATE CAD TECH: CHECKED BY. REVISION NO. 2 DATE: CAD TECH. CHECKED BY: REVISION NO. 3 DATE CAD TECH: BY. TABS D\SL E ROTATE CLIPS AND STABILZATION CHANNEL INTO POSITION AGANIST PANEL CORRUGATION STEP 4 REVISION NO. 4 p p p 2 � o V�L�LSIR' I� (GONSTiu LTHU 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816 ANEL STAB I LI ZATI 0 CHANNEL D( CLIP LOCATIONS MUST BE ON CHORD ANGLE INDICATED AT THESE LOCATIONS TEMPORARILY SECURE THE PANEL CLIP WITH A DRIFT PIN. CLAMPS MAY BE REQUIRED TO HOLD THE CHANNEL AGAINST MALE PANEL. TAKE CARE NOT TO DENT PANEL W/USE OF CLAMPS. PROTECT PANEL AS REQ'D. BUILDER: BUTLER CONSTRUCTION 03016 STEP 5 PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 PREDRILL (4) JOIST AS SHOWN FOR FOR PANEL CLIP ATTACHMENT (3/1 6" 0 HOLE) STEP 1 5" MINIMUM SOCKET EXTE 3/8" SOCKET STABILIZATION CHANNEL-\ MALE SIDE OF MR-24 PANED MAINTAIN SEAMING OPERATIONS WITHIN 6 PANELS OF LEADING EDGE TO INSURE STRAIGHTNESS AND QUALITY OF ROOF SEAMS O \-BAR JOIST INSTALL PANEL CLIPS TO JOIST ABOVE AND BELOW STABILIZATION CHANNEL LOCATION. USE SELF DRILLING SCREW 097354. STEP 2 USE 5/16"-18 X 1 1/4" SELF -DRILLING SCREWS, 097460, (4) REQUIRED PER CHANNEL. ANEL IMPORTANT NOTE ALWAYS MAKE SURE TABS ARE CENTERED IN THE MR-24 CLIP AFTER THE CLIP IS INSTALLED. INSTALL CHANNEL TO JOIST INSTALL SELF DRILLING SCREWS AT PANEL CLIPS INTO PRE —DRILLED HOLES. INSTALL REMAINING SCREWS AT ENDS OF CHANNEL. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 ILL, 5 CL, 0 EQ STEP 6 NOTE: 1. SEE DWG # D1080574 FOR SPACER BLOCK INFORMATION. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 DRAWING TITLE: CAD TECH: BLAIR STABILIZATION OF MR-24 ROOF AT MID SLOPE CHECKED BY: DATE. 7/21/03 ENG'R BY: S. THOMAS LEAD TECH: JACKSON DRAWING NUMBER RE✓. NO. DI AREA A —48 loo A FRAME JAMB USE CLIP AS TEMPLATE, HEADER �f/USE SIDS 097405 REINFORCEMENT \\ SCRUBOLTS INSTALL (4) PANEL TO 1 " 2-1/2" STRUCTURAL FASTENERS GIRT GIRT INTO HEAD ANGLE DOOR POST \\ FOAM CLOSURE BLIND —RIVET SCRUBOLT 026649 — DOOR WIDTH DRIP GUTTER SECTION B-B ' INSTALL (4) PANEL TO STRUCTURAL DOOR CLOSER \\ FASTENERS EACH SIDE OF DOOR AND REINFORCEMENT FRAME (IF REQUIRED) HEADER SCRUBOLTS SELF —DRILLING SCREW 097405 FRAME HEADER o HEADER BRACKET SCRUBOLTS (2) 3/4 FRAME JAMB (WELDED IN PLACE) 2-1 /g" MASONRY ANCHOR CODE DESCRIPTION DRILL SIZE 097362 SCRUBOLT — 1-1/2 WHITE SAND 5/16" DIA. 818T-45 TORX 097265 MASONRY ANCHOR (NOTE 12) * 3/16" DIA. 097365 SELF —DRILLING SCREW — T-30 TORX B SELF DRILLING SCREW 097405 SILL PLATE — APPLY (2) ADDITIONAL GRAY SEALANT (016688) TO USE MASONRY DRILL BIT ENTIRE UNDER —SIDE OF SILL CLIP PLATE, USE SCRAP MATERIAL TO SHIM FOR LEVEL BEFOREf INTERMEDIATE BRACKET 700118 ATTACHMENT. BASE — INDICATES THE EXTERIOR FACE OF THE STRUCTURALS TO (WELDED IN PLACE) I WHICH THE PANELS ATTACH. DOOR POST ANGLE — INDICATES CENTER LINE. IMPORTANT NOTE: FRAME SCRUBOLTS 1. ESTABLISHED � OF DOOR AND APPROPRIATE BASE ANGLE PREPARATION SHOULD BE JAMB (TYPICAL) COMPLETED BEFORE PROCEEDING WITH ERECTION INFORMATION ON THIS DRAWING. A. ° < 2. SEE DRAWING D-107577 FOR DOOR FRAME AND LEAF ASSEMBLY GENERAL INFORMATION. FRAME ERECTION SEQUENCE: (INSTALL DOOR FRAME PRIOR TO PANEL AND TRIM) JAM B 1. IF BLANKET INSULATION IS PRESENT, BEGIN BY CUTTING A DOORWAY TYPE OPENING SECTION A —A LOCATED ABOUT THE � OF DOOR NOT TO EXCEED 3'-0" X 7'-0", 3'-8" X 7'—O" OR FLUSH FOUNDATION 6'-0" X 7'-0" SPECIFIC TO DOOR REQUIRED. PLUG THIS WILL INSURE AN UNDERCUT OPENING. EXCESS INSULATION MAY BE TRIMMED DURING BUTTONS ACTUAL INSTALLATION OF FRAME, I USE HOLES IN SILL PLATE 2• LOCATE AND ANCHOR SILL PLATE TO FOUNDATION AT EACH END ONLY. (DRIVE PINS MASONRY AS TEMPLATE TO BASE NOT BY B.M.C.). ANCHORS REM VE BASE ANGLE, FIELD DRILLARK 5/16" DIA. 3. COMPLETE THE FOLLOWING TASKS IN SEQUENCE SHOWN TO BUILD THE DOOR FRAME ASSEMBLY. 1 (NOTE 12) B ANG E ATTACHMENT IN BASE ANGLE (ONLY). AT . ATTACH DOOR JAMBS TO DOOR HEADER FAS ENERS WHEN THE SAME HOLE LOCATIONS , LOCATE AND INSTALL DOOR CLOSER AND CLOSER REINFORCEMENT (IF REQUIRED). THE OCCUR AT DRILL FOUNDATION WITH . ATTACH HEADER REINFORCEMENT THRESHOLD SILL PLATE 3/16" DIA. MASONRY BIT APPROX. 1 —3/4° DEEP FOR 4. WORKING FROM OUTSIDE OF BUILDING, SET DOOR FRAME ASSEMBLY INTO PLACE BY NESTING END BRACKET MASONRY ANCHORS DOOR JAMBS OVER CLIPS AT EACH END OF SILL PLATE. (WELDED IN PLACE) 5. ATTACH TOP CLIPS AND DOOR POSTS INTO FRAME JAMBS THRU FIXED LOCATION INTERMEDIATE BRACKETS. 6. ADJUST TOP CLIP TO BUTT AGAINST GIRT AND TEMPORARILY CLAMP, GRAY SEALANT ERECTION TIP: SQUARE FRAME AS CLOSE AS POSSIBLE PRIOR TO CLAMPING. (01 6688) CAULK HEAVILY ry 7. INSTALL DOOR LEAF AND INSURE SQUARE IN THE FOLLOWING MANNER: & CONTINUOUS • PLACE SHIMS AT HINGE LOCATIONS TO ACHIEVE A UNIFORM GAP BETWEEN DOOR LEAF N SILL ERECTION SEQ. AND FRAME. o PLATE NOTE 2. OVERSIZE HOLES HAVE BEEN PROVIDED AT THE HEADER REINFORCEMENT ALLOWING Ito • MINIMAL LEFT TO RIGHT ADJUSTMENT OF FRAME AT HEADER. LL BASE PILATE ANGLE 8. USING HOLES PROVIDED IN CLIPS AS TEMPLATE, FIELD DRILL GIRT AND ATTACH. B DOOR A BASE ANGLE ERECTION TIP: DOUBLE CHECK DOOR FOR SQUARE PRIOR TO ATTACHMENT. � EXTENDS INTO 9. APPLY SEALANT TO UNDERNEATH SIDE OF THRESHOLD AND SECURE TO FOUNDATION. w ° THESE PLANS AND ALL PROPOSED RK NOTCHED ° a 10. REFER TO APPROPRIATE PANELING DRAWING FOR ADDITIONAL TRIM INFORMATION AND ARE SUBJECT TO ANY CORRECTIO PORTION OF CONTINUED ERECTION SEQUENCE. x REQUIRED BY FIELD INSPECTORS T T SILL PLATE 11. REFER TO APPROPRIATE HARDWARE INSTALLATION DRAWING FOR ADDITIONAL INFORMATION. f THRESHOLD MAY BE NECESSARY INORDERT 12. MASONRY ANCHORS FURNISHED WITH THRESHOLD. N EXPLODED VIEW VIEWED FROM COMPLY WITH ALL APPLICABLE COD S. SILL PLATE ATTACHMENT UNDERSIDE LICENSE NUMBM. ERA47919 o REVISION NO. 1 REVISION NO. 2 REVISION NO. J REVISION NO. 4 BUILDER: PROJECT' BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR co DATE: DATE.• DATE: DATE. p 3 C3MTL�LR FLORIDA BLDG CODE 2001 H. M. DOOR FRAME CHECKED BY. DATE. 7/21 /03 z rl w CAD TECH: CAD TECH: CAD TECH: CAD TECH: (GONSTRUCTI]O BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B INSTALLATION AT ENGR BY: S. THOMAS LEAD TECH: JACKSON Y 1 1 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ 8'-0" GIRT HEIGHT DRAWING NUMBER REV. NO. 3 CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 AREA A - 4 9 00 a o D KC, MO 64120 PHONE 816-24 —6000 GABLE ANGLE — _ BRII WALL PANEL EAVE 4 \ / ANGLE — GABLE ANGLE I I — _ _ 1 \ 1 I I I I In I s BRII WALL PANEL \ / 2'-8" 4" -- -- -- _ FIELD 12 — — — — — — — — — — — — 1/4 CUT � I i Nb O O O O O O O O O O O M� I 00 uj (4) (4) N (4) (4) (4) (4) o (4) O (4) (4> (4> 0 0 o rn 0) rn rn r� d' eF M M M 0000 0000 0000 EW POST 20'-0" 20'-0" 20'-0" 27'-0" 27'-0" 1'-2" FIELD CUT 124'-3" 302'-4" S A' SA SA,S SB AS SC SC,S S DD SD,S SE SE 5 cb SF 5 SG SG 5 SH SH EN DW ILL PANELING ELEVATION AT GRID S1' IFINISH FLOOR ¢ BRII WALL PANEL I IRECTION OF ERECTION 0000 1 a a a a a a l o v a 41 PA JEL PART NO. LEGEND - 1. ALL PANELS ARE 027162 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO N COMPLY WITH ALL APPLICABLE CODES. a STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION N0. 1 REVISION N0. 2 REVISION NO. 3 REV/SIGN N0. 4 BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE. CAD TECH: BLAIR m oDATE DATE} DATE DATE.• BUTLER I � FLORIDA B LD G CODE 2001 CHECKED BY: DATE: 7/21 /03 oz w CAD TECH: CAD TECH: CAD TECH: CAD TECH: CONSTRUCTION BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL PANELING ENG'R BY' S. THOMAS. LEAD TECH: JACKSON Y 1 I1 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATION Q GRID S1 DRAWING NUMBER REV. NO. z CHECKED BY: CHECKED BY.• CHECKED BY: CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 a KC, MO 64120 PHONE 816-245 000 1 1 D AREA A - 5 0 Q 5 2'-8" FIELD CUT 4" ® START PANEL 7 — /-ROOF LINE __ _ _ _ — _ _ --_-__�__�-_•-•_�__T--T-r-T_-,.__T__�_T-T_-r__T__�_r-T_�_ T-T-T_-T__T__�_T-T_�__--�-__�_T-T_��__.T__.�_T-T_—TT__T--T-T-�- I7-- T- T T �" T- T--T—T-�- T--F-- I I I pi M B B B B B B B B B B B B B B B B B B B B B B \ / B B B B B B ao \I V w I � A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR —3' 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 1>_g„ 2, 9„ 2 _g„ 4'-0" 11'-3" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 6'_6" 8'_6" 8'-6" 4'-6" 8'-6' MATCH 26'-0" INTM. SW COL. TYP 26'-0" 26'-0" 26'-0' 26'-0" 26'-0" 27'-0" 27'-0" LINE 52'-0" COL. TYP. 52'-0" 52'-0" 54'-0„ 842'-4" S1' S1 S1,5 S2 S2,5 S3 23 5) CS4D 54,5 S5 DIRECTION of ERECTION IDEWALL PANELING ELEVATION AT GRID SH' i - - ROOF LINE -- -- - - -- -- - — - -- -- - — - -- -- - — - -- -- - — - -- -- - — - -- -- - - ti, rn .I M B B B B B B B B B B B B B B B B B B 77% B B B B B B \ / B B x 11 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2' 3„ 1'-9" 1'-9" 2'-9" 2'-9" MATCH 8'-6" 4'-6" 8'-6' 8'-6" 4'-6" 8'-6' 8'-6" 4'-6" 8'-6" 8'-6" 4'-6' 8'-6' 8'-6" 4'-6" 8'-6' 8'-6" 4'-6" 8'-6' 8'-6" 6'-6" 8'-6" 8'-6" 4'-6" 8'-6" MATCH LINE 26'-0" INTM. SW ECOL. TYP 26'-0" 26'-0" 26'-0 26'-0" 26'-0" 27'-0" 27'-0" LINE 52'-0" COL TYP, 52'-0" 52'-0" 54'-0" 842' —4" S5 55,5 S6 S6,5 S7 S7,5 S8 58,5 S9 a DIRECTION of ERECTION SIDEWALL PANELING ELEVATION AT GRID SH' - n - o _ - in THESE PLANS AND ALL PROPOSED WORK PANEL PART NO. LEGEND NOTES: ARE SUBJECT TO ANY CORRECTIOIlS a REQUIRED BY FIELD INSPECTORS THAT - A = 570656-377-6 SIDEWALL PANEL 1. z AREA TO BE FIELD CUT BY ERECTOR. MAY BE NECESSARY IN ORDER TO m� w B = 570657-256-6 HEADER PANEL COMPLY WITH ALL APPLICABLE CODES. " 2. AREA TO BE REMOVED TO ACCOMPLISH OPENING. STEVEN M. THOMAS, P.E. o LICENSE NUMBER 47919 REVISION N0. 1 REVISION NO. 2 REVISION N0. 3 REVISION NO. 411 BUILDER: PROJECT. BUILDING DESCRIPTION; DRAWING TITLE. CAD TECH: BLAIR co DATE.• DATE: DATE. DATE. UTILIERR FLORIDA BLDG CODE 2001 AREA ')A'> CHECKED BY. DATE. 7/21/03 Z w CAD TECH: CAD TECH: CAD TECH: GUONNS�f G UCM BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL PANELING ENc'R BY. S. THOMAS LEAD TECH: I REV O. Y cao 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATION @ GRID SH' DRAWING NUMBER REV N0. o 3 O CHECKED BY: 6601 EXEC E DRIVE REGIONAL DC #7038 d AREA A 51 00 °s Z CHECKED BY. CHECKED BY.' CHECKED BY. KC, MO 64120 PHONE 816-2t-6000 a 0 ROOF LINE - -- -- - — - -- -- - — - -- -- - — - -- -- - — - -- -- - — - _I r7 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B Ld 0I o It A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR -3"3'-3 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 1'-9" 1'-9" 2'-9° 2'-9" 2'-3" 2'-3" 2'-3" 2'-3" MATCH 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4 -6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 6'-6" 8'-6" 8'-6" 4�-6" 8'-6" 8'-6' 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" MATCH L INE ALA 26'-0" INTM. SW COL. TYP. 26'-0" 26'-0" 26'-0" 27'-0" 27'-0" 26'-0" 26'-0" L INE COL, TYP. 52'-0" 52'-0" 54'-0" 52'-0" 842 ' -4" (tD S9i5 S10 S10,5 S11 S115 S12 S12 S13 SIDEW LL PANELING ELEVATION DIRECTION OR ERECTION AT GRID S H' 2'-8" 4" FIELD CUT ROOF LINE m I B B B B B B B B B B B B B B B B B B B B B B B B B \ / \ / 00 w q/AA' �\ \\// A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR -3"3'-3 2'-3' 2,. 3" 2'-3 2,-3" 1'-9» 1 9 2 -9 2 -9 2 -3 2 3 2 _3 2 -3" 2'-3 2, 3" 2'-3» „ MATCH 8'-6" 4 -6 8 -6 8, -6 4'-6 8 -6 8 -6 „ , 6 -6 8 -6' „ 8 -6 4 -6 8 -6 8 -6" 4 -6' 8'-6' 8'-6 „ 4 -6 8 -6 8 -6' „ 4 -6 8 -6 8 -6' „ 15 -3 LINE 26'-0" INTM. SW ECOL. TYP. 26'-0", 27'-0" 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" L. TYP. 52'-0" tc 54'-0" 52'-0" 52'-0" 1'-2" 842'-4" S13 S13, S14 S14, S15 S15, S16 S16 S17 S17' > SIDEW LL PANELING ELEVATION DIRECTION OR ERECTION AT GRID SH' THESE PLANS AND ALL PROPOSED WORK 'l PAN L PART NO. LEGEND NOTES.- -- _ ARE SUBJECT TO ANY CORRECTIONS A = 5 0656-377-6 SIDEWALL PANEL 1 • AREA TO BE FIELD CUT BY ERECTOR. REQUIRED BY FIELD INSPECTORS THAT B = 5 0657-256-6 HEADER PANEL MAYBE NECESSARY IN ORDER TO -7-,-g v3 COMPLY WITH ALL APPLICABLE CODES. 2. ® AREA TO BE REMOVED TO ACCOMPLISH OPENING, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION N0. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 B V TILLS BUILDER: PROJECT. BUILDING DESCRIPTION: DRAWING TITLE. B AIR DATE.• DATE: DATE.• DATE: FLORIDA B LD G CODE 2001 AREA "A" BY.- DATE: 7/21 /03 EENGR EBY:. THOMAS LEAD TECH: JACKSON GOHNSTRUCT�ON BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL PANELING CAD TECH: CAD TECH: CAD TECH: CAD TECH: 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION © GRID SH'RAWING NUMBER REV.CHECKED 6601 EX I V REGIONAL DC #7038 BY. CHECKED BY.• CHECKED BY.• A -52 00 PCHONE 816UTIVE KC, MO 64120 245 6000 -. N 0 W 0 O 0 z 0 FIELD CUT 4" PANEL START ROOF LINE , , L Lo I' M B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 200 w / \/ \ I V / \ / �j a /\\ \ / I \\ \\ / \ // \/ \/ \\/ \\// \V JAA A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR J2'—g"2'-9"1'-9•' —3' 3'-32'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 1'-9"2'-3" 2 —3" 2'-3" 2'-3"15'-3" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 6'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" MATCH 26'-0" INTM. SW COL. TYP. 26'-0" 26'-0" 26' 0" 27'-0" 27'-0" 26'-0" 26'-0" LINE 52'-0" COL. TYP. 52'-0" 54'-0" 52'-0" 842'-4" S17' S17 S16, S16 S15 S15 S14, S14 S13 t > SID ALL PANELING ELEVATION DIRECTION OF ERECTION AT GRID SA' ROOF LINE Ln I 00 M B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B \ / \ I \/ 0 \ � w \ \/ \ V \ / \ o \ / \( \/ \/ A I / \/ \ / \/ Q / \ Al \ /\ /\ I /� I \ \ /\ / \ A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A M DOOR '-3"3 3 2'-3" 2'-3" 2'-3" 2'-3" 2'-9" 2'-9' 1'-9" 1'-9" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" MRTCH 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 6'- 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6° 8'-6" 4'-6° 8'-6" MATCH LINE 26'-0° INTM. SW COL. "TYP. 26'-0" 27'-0" 27'- " 26'-0" 26'-0" 26'-0" 26'-0" AwIft LINE 52'-0" COL. TYP. 54'-0" I 52'-0" 52'-O" 842'-4" S13 S12 S12 S11,5 S11 S10 5 S10 S9,5 S9 SIDENALL 1 PANELING ELEVATION DIRECTION OF ERECTION AT GRID SA' THESE PLANS AND ALL PROPOSED WORKARE PANEL PART N O . LEGEND NOTES: SUBJECT TO ANY CORRECTIONS A = 570656-454-4 SIDEWALL PANEL 1. AREA TO BE FIELD CUT BY ERECTOR. REQUIRED BY FIELD INSPECTORS THAT B = 570657-333-4 HEADER PANEL MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 7 2. ® AREA TO BE REMOVED TO ACCOMPLISH OPENING. STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUTLER BUILDER: PROJECT BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR DATE.' DATE. DATE: DATE: FLORIDA BLDG CODE 2001 AREA "A" CHECKED BY.- DATE: 7/21/03 ENG'R BY.- S. THOMAS LEAD TECH: JACKSON ' CONSTRUCTION BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL PANELING CAD TECH: CAD TECH: CAD TECH: CAD TECH: LJ1 EXECUTIVE DRIVE 03016 FORT PIERCE, FLORIDA REGIONAL DC # 7 0 3 8 20 LL, 5 CL, 0 EQ ELEVATION @ GRID SA DRAWING NUMBER REV. NO. CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY.' KG, MO 64121 PHONE 8 245 000 D AREA A - 5 3 O O a s 1 i -ROOF LINE _ T-T---r- _ TT--T-T-T T- _ T _ T _ � T_ - _ _ _ _ Lou/ 00 M MATCH r L 00 M B B B B B B B B B I B B B B B B B B B B B B B B B B B B B B B 77 \ / 11 \! 0 M W V IL/ \/ \ / \/ A A. A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR 2'-9" 2'-9" 1'-9" 1'-9° 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2' —3° 2'-3" 2'-3" 2' 2'_3" 8'-6" 4'-6" 8'-6"-3" 8'-6" 2,_3„ 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 6'-6" 8'-6" 8'-6' 4'-6" 8'-6' 8'-6 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'—6" 27'-0" 27'-0" 26'-0" INTM. SW ECOL. TYP 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 54'—'0" COL. TYP. 52'-0" 52'-0" 842'-4" S9 S8 5 S8 S7,5 S7) CtD d5 S5 MR TC_H LINE DIRECTION of ERECTION SIDEWALL PANELING ELEVATION 2'-8" AT GRID SA' � 4" FIELD CUT -ROOF LINE T__T--T—T---7---T__T--T—T---7---7---l--T T--T--T--,--T-T--7 --- ,---T---T-T----r----T-T---- ---7 T--T-T--7--E--F--T-T--T---7 F--T-T--7 -7 1--T-T--T---r--7--T-T-7 B B B B B B \ ! B B B I B I B I Bil I B I B B I B B I B B I B B I B B I B B I B I B I B 1 / \ ! 00 LL: � � w A M A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A HM DOOR HM DOOR —3"3'-3' ] j j j j 2'- [ $ �8'-6" 2'-9„ 1'-9" 1'-9" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3„ 2'-3" 2'-3" 2,_3„ 2,-3„ MATCH 4'-6" 8'-6" 8'-6" 6'-6" 8'-6" 8'-6" 4'-6" 8>_6„ 8'— 4'-6" 8 —6" 8'-6" 4'-6" 8'_6„ 8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 8'-6" 8'-6" 10'-3" 5'-0„ LINE 27'-0" INTM. SW COL. TYP 27'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 54'-0" COL. TYP. 52 —0 52 " '-0" 52'-0" 842' —4" N 0 S5 St5 S4 S3S S3 atD CtDS1,5 S1 S1' 0 SIDEWALL PANELING ELEVATION DIRECTION OF ERECTION AT GRID SA' a _ — a THESE PLANS AND ALL PROPOSED WORK PANEL PART N 0 . LEGEND NOTES: t� ARE SUBJECT TO ANY CORRECTIONS A = 570656-454-4 SIDEWALL PANEL 1. AREA TO BE FIELD CUT BY ERECTOR. ' REQUIRED BY FIELD INSPECTORS THAT B = 570657-333-4 HEADER PANEL MAY BE NECESSARY IN ORDER TOCOMPLY WITH ALL APPLICABLE CODES. 2. FA AREA TO BE REMOVED TO ACCOMPLISH OPENING. STEVEN M. THOMAS, P.E. N LICENSE NUMBER 47919 o a REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT.- BUILDING DESCRIPTION., DRAWING TITLE: CAD TECH: BLAIR a DATE.• DATE.• DATE: U u ILEM FLORIDA BLDG CODE 2001 AREA "A" CHECKED BY. DATE: 7/21/03 oz CAD TECH: CAD TECH: CAD TECH: CAD TECH: (0C)NUTR CM BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B SIDEWALL PANELING ENGR BY. S. THOMAS LEAD TECH. JACKSON Y 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ ELEVATION @ GRID SA DRAWING NUMBER REU ND. o O CHECKED BY.• 6601 EXECUTIVE DRIVE REGIONAL DC #7038 D AREA A 54 00 5 z CHECKED BY. CHECKED BY. CHECKED BY. KC, MO 64120 PHONE 816-24 —6000 0 G BILE ANGLE / S.W. 4" BRII WALL / PANEL �- \ / S.W, 4 EAVE � �� / ANGLE \ ' / GABLE \ / GABLE ANGLE-, NGLE / ANGLE 00 — _ 1 / — — 00 I BRII WALL PANEL / BRII WALL PANEL 1 2'-8" 4 2'-8" FIELD Ia CUT 4" FIELD 12 1 /41— - - CUT - - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 o O o 0 0 3) (3) 0 0 0 0 0 0 I I I 0 0 I 0 0 0 0 0 (4) 0 0 0 0 0 0 0 0 0 (3) I (4) 0 0 0 0 o O o 0 (4) (4)(4) 0 (4) (4) O N (3) M OMM (4) c0 (n (3) N to M N N 00 (4) O O rd' d I� m 0O O r) ro O O apO 00 O N N to a0 r M ',I- I" O to 0 I1(3) tD O 00 00 Cn M M N d' M M d' M M dM M t �A It It M M ddIt M to M N dd- -,I- N N dd- N N It � to M '� I 00 01 I M Ih B B B B B I B I B B B B B B B B B B B B B B B B B B B B M OJ OJ 0 U0: M D J M O J M co w M �W � w� A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 27'-0" 27'-0" 20'-0" EW POST 20'-0" 20'-0" 20'-0" 16'-0" 16'-0" 20'-0" 20'-0" 20'-0" 20'-0" 27'-0" 27'-0" 302'-4" SH' SG.S SG SE,S SE SE,5 E SD,S SD SC,S dm SC � SB�S SB � ab SAS � SA SA' d SH ENDW LL PANELING ELEVATION AT GRID S17' / \ DIRECTION OF ERECTION FINISH FLOOR J BRII WALL PANEL PANEL PART N0. LEGEND I i co A - PANELS ARE 027162 - — — — - B - PANELS ARE 027095 1 a a a a ° 1 '_ a ° j THESE PLANS AND ALL PROPOSED WORK - ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT a` MAY BE NECESSARY IN ORDER TO 4 g COMPLY WITH ALL APPLICABLE CODES, STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 > REVISION NO. 1 REVISION N0. 2 REVISION NO. 3 REVISION N0. 4 o Co3UTLFE o � BU/LDER: PROJECT.' BUILDING DESCRIPTION: DRAWING TITLE CAD TECH: BLAIR FLORIDA BLDG CODE 2001 CHECKED BY: DATE.• 7/21 /03 DATE DATE.• DATE.• DATE.• ' ENGR BY S. THOMAS LEAD TECH.' JACKSON C ONS l RUC MONN BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B ENDWALL PANELING TECH: CAD TECH: CAD TECH: CAD TECH: CAD 03016 FORT PIERCE, FLORIDA 20 ILL, 5 CL, 0 EQ ELEVATION @ GRID S17' DRAWING NUMBER REV. NO.. 6601 EXECUTIVE DRIVE REGIONAL DC 7 0 3 8 D AREA A — 5 5 00 CHECKED BY CHECKED 8Y. CHECKED BY. CHECKED BY. KC, MO 64120 PHONE 816-24 6000 DATE: 0 w CAD TECH: 0 s z CHECKED BY.• a DLT 097362 PANEL TO TRUT. 0) S.D.S. T. D26649 SURE ONT. UNDER BASE CHANNEL S.W. (TYP. ALL SECTIONS) WALL SECTION 1 56 S.W. WALL SECTION WITH METAL­ vCLOSURE V 027466 (TYP.) 2 56 INSULATION BASE CHANNEL (541093) D D E.W. WALL SECTION REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 11 DATE: DATE. DATE.. BUTLER 11 rJ CAD TECH., CAD TECH. CAD TECH: U(QNdTL-Q1 CHECKED BY: CHECKED BY CHECKED BY: 6601 EXECUTIVE DRIVE KC, MO 64120 PHONE 816-241 SEE DETAIL AT ALL E.W. 44 GRIDS TORX HEAD #12-14 X 2 PANEL TO GA HEAD �T-30) S.D.S 14 X 2 _ TO STRUCT. SCRUBOLT 097362 FOAM CLOSURE 02 WITH METAL CLOSL 027466 (TYP.) 3 56 BUILDER: BUTLER CONSTRUCTION 03016 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS S.W. (HIGH) r REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO WALL SECTION 4 COMPLY WITH ALL APPLICABLE C 56 STEVEN M. THOMAS, P.E. LICENSE NUMBER 47919 PROJECT: WAL*MART FORT PIERCE, FLORIDA REGIONAL DC #7038 BUILDING DESCRIPTION: FLORIDA BLDG CODE 2001 130 MPH WL EXP. B 20 LL, 5 CL, 0 EQ DRAWING TITLE: CAD TECH: BLAIR CHECKED BY.- DATE: 7/21 /03 WALL SECTION ENG'R BY: S. THOMAS LEAD TECH: JACKSON DETAILS DRAWING NUMBER I REV NO. DI AREA A —56 loo �TORX HEAD �T-30) S.D.S. 12-14 X 2 PANEL TO GABLE ANGLE) 5 E 44 O ° I BLDG."A" o°0 000 O°OO 0°O° O 7 i A 2 58 BLDG."B" 000 o w Ooo e0 1 46 PANEL TO PANEL FASTENER 097364 (3,-0" O.C.) . 2 10 1 /4" O.C. 10 1 /4" 9/1 /10 1 /4" 10 1 /4" O.C. 45 / MOD 36 LINER PNL. f FIREWALL ----------- - __ ___________ INSULATION) GIRT 097365 1 P.S. FASTENER. 45 SECTION A MOD 36 LINER PANEL SEE DWG. AREA B-55--// TORX HEAD (T-30) S.D.S. 12-14 X 2 (PANEL TO STRUCTURAL) PANEL TO STRUCTURAL) N N O BASE CHANNEL o (531093) - = ro SCRU(PANEL OLT TO BASE2 BASE CHANNEL) SCRUBOLT (5410 3) CHANNEL = - - o 0, 097362 (819) (PANEL TO BASE CHANNEL) _ - FOAM CLOSURE 026649 °°°oo THESE PLANS AND ALLPROP05EC WORK e 4 WITH 0 027466 �(TYPCLOSURE _ c ARE SUBJECT TOANY CORInsCIC$� a 4 REQUIRED BY FIELD INSPL°I ViS THAT E.W. > —o• 6� 1 —o� a a . a <.. t, MAYBE NECESSARY IN OilVER TO '7 PANLASTIC 025392 CONT. `COMPLY WITHALL APFUCl�ME ODES � UNDER BASE CHANNEL OR a WALL SECTION 57 W ILL SECTION 57 WALL SECTION 57 ANGLE (TYP. ALL WALL SECT.) STEVEN M. THOMAS, P.E. o LICENSE NUMBER 47919 a REVISION NO. 1 REVISION NO. 2 REVISION NO. 3 REVISION NO. 4 BUILDER: PROJECT: BUILDING DESCRIPTION: DRAWING TITLE: CAD TECH: BLAIR a DATE: DATE. DATE. DATE: p ��'�J F LO R DA BLDG CODE 2 0 01 CHECKED BY.- DATE.• 7/21 /03 0 ww CAD TECH: CAD TECH: CAD TECH., CAD TECH: CONSTRUCTION BUTLER CONSTRUCTION WAL*MART 130 MPH WL EXP. B WALL SECTION ENG'R BY., S. THOMAS LEAD TECH: JACKSON Y 03016 FORT PIERCE, FLORIDA 20 LL, 5 CL, 0 EQ DETAILS DRAWING NUMBER REv ND. z CHECKED BY. CHECKED BY. CHECKED BY. CHECKED BY. 6601 EXECUTIVE DRIVE REGIONAL DC # 7 0 3 8 p 0 KC, MO 64120 PHONE 816-245 000 1DIAREA A - 5 7 00